6.31 A fluid with a density of 1000 kg/m³ flows steadily between two stationary flat plates as shown in Fig. P6.31. The velocity is V = 0.15 [1 - (y/h)*]î m/s where y and h are in meters. The only nonzero shear stresses, 7 = 7,y are given by T = -190 y N/m2 and the acceleration of gravity is negligible. The normal stress at the origin (x = y = 0) is o = -480 N/m². Use the x and y com- ponents of the equations of motion (Eqs. 6.50a and b) to determine the normal stress throughout the fluid. Assume that o = oy.

Elements Of Electromagnetics
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6.31 A fluid with a density of 1000 kg/m' flows steadily between
two stationary flat plates as shown in Fig. P6.31. The velocity is
V = 0.15 [1 - (y/h)²]î m/s where y and h are in meters. The only
nonzero shear stresses, Tg = 7y are given by Ty = -190 y N/m2
and the acceleration of gravity is negligible. The normal stress at
the origin (x = y = 0) is o = -480 N/m?. Use the x and y com-
ponents of the equations of motion (Eqs. 6.50a and b) to determine
the normal stress throughout the fluid. Assume that o = 0,
Umax
I Figure P6.31
Transcribed Image Text:6.31 A fluid with a density of 1000 kg/m' flows steadily between two stationary flat plates as shown in Fig. P6.31. The velocity is V = 0.15 [1 - (y/h)²]î m/s where y and h are in meters. The only nonzero shear stresses, Tg = 7y are given by Ty = -190 y N/m2 and the acceleration of gravity is negligible. The normal stress at the origin (x = y = 0) is o = -480 N/m?. Use the x and y com- ponents of the equations of motion (Eqs. 6.50a and b) to determine the normal stress throughout the fluid. Assume that o = 0, Umax I Figure P6.31
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